Share:

NFA K370 over CYPRESS CREEK

Map 

Coordinates:
+35.15833, -89.96944
35°09'30" N, 89°58'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA K370 over CYPRESS CREEK
Structure number:790B6790003
Location:JACKSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:94.2 ft. [28.7 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:380 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201582.5Functionally obsoleteGoodVery GoodGood380
May 201380.5Functionally obsoleteGoodVery GoodVery Good380
June 201180.5Functionally obsoleteGoodVery GoodVery Good380
August 200980.5Functionally obsoleteGoodVery GoodVery Good380
November 200780.5Not deficientGoodVery GoodGood380
November 200580.5Not deficientGoodVery GoodGood380
November 200380.5Not deficientGoodVery GoodVery Good380
December 200180.4Not deficientGoodVery GoodVery Good600
April 200080.4Not deficientVery GoodVery GoodVery Good600
June 199870.4Functionally obsoleteSatisfactorySatisfactorySatisfactory600
February 199674.4Not deficientSatisfactorySatisfactorySatisfactory600
September 199381.9Not deficientSatisfactorySatisfactorySatisfactory600
December 199181.9Not deficientSatisfactorySatisfactorySatisfactory600